Uniform Building CodePacific Coast Building Officials Conference, 1946 - Building laws |
From inside the book
Results 1-3 of 24
Page 70
... Timber Construction ) Sec . 1901. In " Type II Buildings " the structural frame shall be of structural steel or iron which shall be fire - protected , of concrete , masonry , or heavy timbers , or bearing walls may be used . Exterior ...
... Timber Construction ) Sec . 1901. In " Type II Buildings " the structural frame shall be of structural steel or iron which shall be fire - protected , of concrete , masonry , or heavy timbers , or bearing walls may be used . Exterior ...
Page 108
... timber to the center of the nearest bolt hole . For members loaded perpendicular to grain , edge margin nearest the edge toward which the load is acting shall be at least four times the bolt diameter . For members loaded parallel to ...
... timber to the center of the nearest bolt hole . For members loaded perpendicular to grain , edge margin nearest the edge toward which the load is acting shall be at least four times the bolt diameter . For members loaded parallel to ...
Page 110
... timber than one - quarter their length . Holes for nails when necessary to prevent splitting , shall be bored of diameter smaller than that of the nails . Nails shall be of such length that , when joining one timber to another , the ...
... timber than one - quarter their length . Holes for nails when necessary to prevent splitting , shall be bored of diameter smaller than that of the nails . Nails shall be of such length that , when joining one timber to another , the ...
Contents
Page | 11 |
Part IAdministrative | 19 |
Part IIDefinitions and Abbreviations | 29 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
adjacent property lines approved bars beams bending bolts Building Official building or structure ceiling cent Chimneys Code combustible material compression members compressive strength conform dead load designed diameter dry standpipes enclosures exceed exit exterior walls fire doors Fire Zone fire-protected flange foot frame furnace girders grade Group gypsum height horizontal incombustible installed interior joints joists least length less than one-hour live load located lumber metal minimum mortar Occupancy Separation one-half inch one-hour fire-resistive construction partitions permit pipe plaster portland cement pounds per square proscenium protected reinforced concrete resistance rivets shear side six inches smoke pipe space span specified in Chapter specified in Section square feet square inch stairway structural steel studs Table tensile stress tests thickness tile tion total band twelve inches 12 twenty feet 20 Type V buildings TYPES OF CONSTRUCTION unit stress vent Ventilation vertical openings width wood